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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9)10d x 1 10 HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10)10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" • x 2 718" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM V-0•, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />D.R.P. <br />REMARK <br />10 <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(pa1) <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x16 <br />(1)a5 <br />(1)a5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3D00 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8' PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR W <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />w� <br />SAFE <br />LOAD <br />•POUNDS <br />PER <br />LINEAR <br />FOOT <br />w <br />�FCMR <br />SAFPLF <br />w�%1 <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8118 <br />eroae <br />�+� <br />eFmw <br />elo4ae <br />eti42 <br />eta <br />TYPE <br />LENGTH <br />8U8 <br />8Po <br />RCMU <br />TYPE <br />LENGTH <br />a,4+r <br />sun <br />eFtszr <br />st4,r <br />stsar <br />s2o•tr <br />sear <br />s2t•,r <br />seear <br />ru,r <br />smsr <br />s2vtr <br />sM,ns4• <br />(42') PRECAST <br />=1 <br />s4' (4Z7 PRECAST <br />1626 <br />1024 <br />7666 <br />sr (4z) PRECAST <br />mM <br />2M4 <br />4eM <br />m <br />01M <br />mot <br />2eM <br />2Mt <br />4m <br />m <br />mM <br />70m4%W <br />(46•) PRECAST <br />1868 <br />44' (4n PRECAST <br />M <br />783 <br />130 <br />*T (48) PRECAST <br />194V <br />Dee <br />311e <br />2m6 <br />4m <br />m <br />em <br />4%r (54-) PRECAST <br />162Y <br />44' (84) PRECAST <br />m <br />N, <br />,075 <br />44• (14') PRECAST <br />mro <br />VIV <br />an6 <br />4M <br />4711 <br />em <br />mm <br />2W <br />2m <br />MW <br />4711 <br />em64• <br />(64') PRECAST <br />1217iB•4' <br />(641 PRECAST <br />411 <br />411 <br />745 <br />6'-4' (64') PRECAST <br />, <br />22M <br />see <br />se <br />s, <br />4s <br />mS <br />2m <br />9Me <br />iebb <br />71H <br />46M5-Ur <br />(M PRECAST <br />1082 <br />B•10' (M PRECAST <br />340 <br />339 <br />$18 <br />8-10• (70') PRECAST <br />m <br />mm <br />mg.4to <br />6M <br />1M7 <br />M <br />2MMI <br />SW <br />86m <br />41M <br />8'4' (78') PRECAST <br />908 <br />V4' (78") PRECAST <br />Sm <br />721 <br />400 <br />6'4' Mn PRECAST <br />W. <br />t <br />21M <br />W <br />VIZ. <br />MIm <br />ton <br />tIM <br />28m <br />2mo <br />aro, <br />2m <br />r4' Mn PRECAST <br />749 <br />r4• (90') PRECAST <br />424 <br />534 <br />863 <br />r4• (W) PRECAST <br />m <br />, <br />ems <br />My <br />Mae <br />m7 <br />12M <br />f084 <br />tom <br />2tm <br />2W <br />M2, <br />V�' (112') PRECAST <br />684 <br />Pam• (,12') PRECAST <br />326 <br />512 <br />230 <br />V-' (112') PRECAST <br />em <br />70e <br />t <br />1474 <br />"'1" <br />' <br />mm <br />s0 <br />Em <br />Mt <br />s <br />roro <br />1s <br />is <br />MM <br />2012 <br />10'4' (128") PRECAST <br />476 <br />,V4• (1287 PRECAST <br />254 <br />401 <br />180 <br />104r (128) PRECAST <br />010 <br />m <br />on <br />„ <br />1 <br />2m1 <br />6m <br />eM <br />11M <br />M. <br />17M <br />mM <br />22m <br />11'1• (128') PRECAST <br />3B2 <br />f,4- (W8') PRECAST <br />200 <br />452 <br />154 <br />11b• (126') PRECAST <br />sm <br />ea <br />s <br />,s <br />t <br />m <br />,ma <br />4" <br />bm <br />1372 <br />SO <br />rot6" <br />2W <br />124' (MV) PRECAST <br />887 <br />11 (144) PRECAST <br />244 <br />402 <br />137 <br />12-0• (144-) PRECAST <br />4m <br />4M <br />7M <br />lee <br />1 <br />M6 <br />OEM4m <br />OW <br />em <br />M. <br />aw (186') PRECAST <br />206 <br />li Is4• (160� PRECAST <br />2,7 <br />324 <br />110 <br />1sr (160� PRECAST <br />Oro <br />s <br />eM <br />7M <br />436 <br />40 <br />14-0' (168� PRECAST <br />276 <br />14'4• (188� PRECAST <br />206 <br />208 <br />100 <br />14'4' (10" PRECAST <br />s <br />me <br />a0 <br />4M <br />m <br />Im14'4" <br />078) PRE81 <br />N.R <br />1Y4' (176P) PRE8TRE88E0 <br />N.R <br />264 <br />91 <br />14%r (17W) PRE81RE8SED <br />-2N <br />20 <br />s <br />em <br />s <br />m <br />s15'�4• <br />N=. <br />(184') PRESTRE96ED <br />N.R <br />1B4• (1B/� PREB1RE88FD <br />NA <br />269 <br />83 <br />1"(184.)PRESIRE88ED9M <br />s <br />me <br />s <br />40 <br />ero <br />w <br />s <br />1r4• (2 n PRE8TRE8FD <br />NR <br />1r-4' Wr PR�IRERIED <br />N.R <br />194 <br />64 <br />1r-4 008') PRESTRESSED <br />tM <br />s <br />4M <br />toe <br />Mt <br />740 <br />1Y4• (2�") PRBSRD <br />N.R. <br />10-4' (282') PRESIRESSE4 <br />N.R. <br />148 <br />52 <br />1C4' (23T) PRE6IRE88ED <br />roe <br />tee <br />m <br />s <br />s <br />4a <br />M7 <br />W <br />747 <br />vn <br />21'4' Mn PRE8TAPABED <br />N.R <br />21W DM P <br />N.R <br />126 <br />42 <br />2T4• (2� pR68'IRFSBED <br />tM <br />rot <br />m4 <br />zM <br />on <br />MISS <br />is <br />22-0" 04'1 PR <br />NA <br />224' (284•) PREBTAE88ED <br />NR <br />110 <br />40 <br />224• (2M') PRE8TRE89ED <br />w <br />rot <br />s <br />mm. <br />sto <br />s24'-0• <br />(M8') PFE07 <br />NR <br />244' PM PRE <br />NR <br />N <br />33 <br />24'4' P!e69 PRE <br />»4 <br />,m <br />2M <br />sto <br />m <br />no <br />s <br />s <br />s <br />is <br />1a2 <br />(9) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />• ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCAE'TE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MMMUM C OF BEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE o: 16-0126.03 <br />o�m000m <br />oomomom <br />Om08)�0�81 <br />Om000�0 <br />000r.�!c�!m�ca <br />0®�0�00 <br />I�m0000v <br />�000mQ��� <br />0�00000 <br />�oom000v <br />oom©oov <br />loom0000 <br />'©000000 <br />im�mm��0 <br />000s�a�oo <br />000a�oa�o <br />�ooav©ooa� <br />©a©av©©oav <br />8F16-IT/0M/0B 8F8-1T/0M/0B <br />) <br />$ b� <br />GT 4 <br />( <br />BF8-1T/OMIOB w ) <br />�01 <br />S <br />4e $ <br />41 <br />a� d <br />o' <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 10'-0" <br />� f <br />�a $ <br />v, a <br />L <br />8 � <br />I I 'r• <br />L - - J <br />� a% <br />ffi y <br />010 <br />y ' <br />v#I ;.- "• 8F1&1T/OEM/OB ... •„. .<.x E- �. .a+'.'�' T 1 <br />8F16-1T/0M/0B � 8F16.1TIOMIOB ) 8F16.1T/OM/OB <br />I <br />`-------------------------J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1.441 N. RONALD RFAOAN BLYD <br />LONGW000, FL 32760 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdeslgngrouP.com <br />AA S: 0003326 <br />u <br />m <br />5 <br />acrsan►. as Loa•: <br />ABBOTT PARK <br />LOT #45 <br />BLK <br />PROJECT #9 <br />04181.000-45091 <br />1[ODffiL: <br />4EHB <br />" 2605- HAYDEN" <br />cwRwcs aVra+Ta: <br />RIGHT <br />]PAGE: <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />160 MPH EXP. C <br />P � D12/08/19 <br />axasa• <br />s5 <br />